HomeMy WebLinkAbout39604-Z Town of Southold 11/27/2018
P.O. Box 1179
53095 Main Rd
Southold,New York 11971
1 *
CERTIFICATE OF OCCUPANCY
No: 40065 Date: 11/27/2018
THIS CERTIFIES that the building ACCESSORY
Location of Property: 2645 Reeve Rd, Matttuck
SCTM#: 473889 Sec/Block/Lot: 100.-1-44
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/17/2015 pursuant to which Building Permit No. 39604 dated 3/23/2015
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ACCESSORY PAVILLION AS APPLIED FOR
The certificate is issued to Mason,William
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39604 11-16-2018
PLUMBERS CERTIFICATION DATED
A tho Signature
TOWN OF SOUTHOLD
fi ~ � BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
. �� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39604 Date: 3/23/2015
Permission is hereby granted to:
Mason, William
2092 Cameron Ave
Merrick, NY 11566
To: construct an accessory pavilion as applied for
At premises located at:
2645 Reeve Rd, Matttuck
SCTM # 473889
Sec/Block/Lot# 100.-1-44
Pursuant to application dated 3/17/2015 and approved by the Building Inspector.
To expire on 9/21/2016.
Fees:
ACCESSORY $378.40
CO -ACCESSORY BUILDING $50.00
Total: $428.40
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date. 1-1 l
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
l
Owner or Owners of Property: ,_�&�0 - �
Suffolk County Tax Map No 1000, Section Block Lot 4
Subdivision / Filed Map. Lot:
2
Permit No. 4Wq Date of Permit. Applicant:
Health Dept Approval: Underwriters Approval:
Planning Board Approval.
Request for: Temporary certificate Final Certificate: (check one)
Fee Submitted:
pplicant Signature
pF SOUjyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 �O • io roger.richert(a�town.southold.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: William Mason
Address. 2645 reeve Rd City Mattituck St: New York Zip 11952
Building Permit#• 39604 Section: 100 Block: 1 Lot: 44
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: AS BUILT DBA. License No
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1 st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 5 Twist Lock Exit Fixtures �] TVSS
Other Equipment: "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS"
1-paddle fan
Notes: pool"pavilion",
In
Inspector Signature: lt.� n .� Date: November 16 2018
81-Cert Electrical Compliance Form.xls
r4F SO[/jyo
TO OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
Z[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
l �
DATE � INSPECTOR
so
3 #
o�'YCpUNry
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND =ATION
FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ J CODE VIOL ION [ ] CAULKING
RE=MK
r
DATE a 71,v C, /b INSPECTOR
pF SOUlyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
�rouxtr` 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE j� (� �� INSPECTORS
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck, NY 11952
(631) 774 7355
Date: September 11, 2018
To: Southold Town Building Dept.
Re: Strapping Inspection
2645 Reeve Rd.
Mattituck, NY 11952
Permit#39604
To Whom It May Concern:
This letter certifies that a strapping inspection was performed on the above mentioned
project and all strapping was installed as per plan and meet all state and local codes. Any
questions feel free to call.
()F NEW y Si erely,
DEER�04r
� G
e J Deerkoski P.E.
UJ
OAR�FESS O�P�
u
D �VF ,
SEP 1 2 2018
BT
:�'�T.D
• • r • r r
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tlNaUL,ATION
STATE ENEROY • r
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. �&O 5� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined d- ,20IS— 'I ; Single&Separate
V VAR 17 LJ Storm-Water Assessment Form
Contact: n
Approved 20E5 eMail to(,��A`C��
Disapproved a/c
Phon J�W 1�
Expiration 20
Building Inspector
APPLICATION FOR BUILDING PERMIT \,,
Date 1- OCV) \,7 , 20_6
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspe
(Signature of applicant or na f a corporation)
(M iling address of applicant)
gai
State whethe applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises�o� � c �n
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of co o too cer)
Builders License Ni .
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location la on whys,proposed will be done:
VAHouse Number Street Hamlet
County Tax Map No. 1000 Section�t� Block Lot 'Aq
Subdivision Filed Map No. Lot
2. State existing use and occupancy of pr mises IM inte ded use and occancy of oposed construction:
a. Existing use and occupancy y
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work Ota
(Description)
4. Estimated Cost �'��, .67[)
Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling unit N eirotdWaing units on each floor
If garage, number of cars �j V 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
S3 :
7. Dimensions existing structures, if any: Front �;CP Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height q Number of Stories )
8. Dimensions of entire new construction: Front \( Rear. Z� 4 Depth
Height `A Number of Stories (p� 2C �j
9. Size of lot: Front �� ` Rear 2� ` �Z�1 Depth J7 r
10. Date of Purchase-A4 Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOt
13. Will lot be re-graded? YES NO-Will excess fill be removed from premises?YES NO
14. Names of Owner ofre isers-, Address Phone No
Name of Architect Address-40 P, Phone N 5t(b
Name of Contracto Uor Address Phone No. - O
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlan ? *YES
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES No—
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
UNTY OF
_ &AA
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the 7N
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t ore me th' �L
171 -1 day of PM -E C1 20_L�5
ota lic JOSEPH C. FUCCI Signature of Applicant
Notary Public, State of New York
No. 01 FU6149616
Qualified in Nassau County
Commission Expires July 17, 20
l
Scott A. Russell ` ,SUFFCZ,f STORUMMAT E)E,
SUPERVISOR �= I�v][A\1NA\(G►)El�vl[)El� C'
SOUTHOLD TOWN HALL-P.O-Box 1179 p ��
53095 Main Road-SOUTHOLD,NEW YORK 11971il a Town of Southold
CHAPTER 236 - STORIMIWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ �. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑U4,B. Excavation or filling involving more than 200 cubic yards of material
l within any parcel or any contiguous area.
�❑�it�p�ep�ratitzn..on_s_1QRe _�l_1�� �I Q feet ver is 1 rise to
100 feet of horizontal distance.
❑I
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ I
. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ . Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwaler Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
s.C.T.M. 1000 Late:
APPLK perty Owner,Design Professional,Agent,Contractor,Other) Dwoc•t
NAME:
Section Block Lot
17{)p Emil-DI`" liI_I11''€; IFN {' USE OiNL
Contact In(ormalion ����_��`���_ ,
Rcvtt.tvr:d t�t�. _.....
- - -- - - �<ttf. 3-17-15
ProDerty Address / Location of Construction Work —
----_-__,_-- --- __-- �nnfo,"cd for prctce5>In Ba:khng Penna
_ torsi a ac°rzi:,n,:,e.im.,n (-ontiol Diam No!
>tot[,;'nr;tfc r "v1„€t.:yerrl:n' :)r;tri)! ?l.�tt;>(iegmrr-(t
•.r:W"(J 10 f Il�;i reI,iig tict%:!:!ilCI t .'Y;t cvfr-t'!
BUILDING DEPARTMENT- Electrical Inspector
EF�'�� TOWN OF SOUTHOL D
Town Hall Annex - 54375 Main Roa - O Box 1179
o Southold, New York 1197 0959 �� 11
p� Telephone (631) 765-1802 - FAX (631) 76V95„ V
1 roger.richert(a.town.southold.ny.us
7 , , _ z.-� "T.
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: t,, 0kAq( Date:
Company Name:
Name:
License No.: ai
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required) 5,0 Vq�
Name: i 1 tis
Address: �1�V(1�
Cross Street:
Phone No.:
Bldg.Pemnit#: L,Qr, ���� email:
—�T
Tax Map District: 1000 Section: I U Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Print Clearly) � ��N m �bc Irl D
Circle All That Apply:
Is job ready for inspection?: OE / NO Rough In Final
Do you need a Temp Certificate?: / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Cc
N
Request for Inspection FormAs /7
pG SO!/lyolo
Town Hall Annex 411 Telephone(631)765-1802
54375 Main Road CO- -,U- Fax(631)765-9502
P O.Box 1 179 G •
Southold,NY 1 1971-0959 'Q
�yOUNT'1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
March 9, 2018
William Mason
2092 Cameron Avenue
Merrick, New York 11566
RE: 2645 Reeve Road, Mattituck
NOTE: Certification required from an architect or engineer for framing &strapping as
requested by Building Inspector on 7/6/2016.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy.
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate. (AII permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 39604-Z Pavillion
*pF SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road cn Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959
�Q
April 4, 2017 COUNr�'��'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
William Mason
2092 Cameron Ave
Merrick NY 11566
Re: 2645 Reeve Rd, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Note: Certification required from an architect or engineer for framing and strapping as requested by
Building Inspector on 7/6/2016
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 39604 — Pavilion
pF SO!/lyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1 179 G • -INC
Southold,NY 11971-0959
�QI�COU '�^ate
NV
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 22, 2018
William Mason
2092 Cameron Avenue
Merrick, New York 11566
RE:2645 Reeve Road,Mattituck
NOTE:Certification required from an architect or engineer for framing&strapping as requested by the Building
Inspector on 7/6/2016.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy.
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
C%6?� )
'i
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT: 39604-Z Accessory Pavilion
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O O o I o /2 X 10 RR e 1(o" OC 2X14 ML RIDGE' 2 X 10 R '@ 1(0" OC'PAVILION �— - — - — � � / � I
N
MASONRY FLOOR
' @ I i'a 6` P 1 0'J°LE D A3 ,ter LD
II° PAoNRYI�Loo� `♦ I ? ^ ,' DATE REVISION
I U I DATE'7 t3 B.P. #__1.u' <J
I X X `� e x I FEE: f a �J By_
I v II ��1, — N SI I v I f1C)iIFY BUILDING Q. Pf<, .Ti."E�;T ! i FO�O6ED
m 1 765 1809 8 AM TO 4 f'f'i FOP? THE
I FOLI-O'.'V!NG C-.: NS
m a'.,,J I��;;;PE.;��� v5:
I M II - — — — — — _ LINE OF FLAT)LG — — — — — — F A �! 1 L(O N
N � N -+� I 1. FO�.1�ID,ATION -T��',r0 R(�nU'R�D
3 1/2" DIA STL IN*, FOR POURED CG;:'11�`TE
EMBEDED 24" IN'.:� ' � , ♦ '
24"X24"x48" DEE= 2 R:0UGH
P/C FTG (TYP OF 8) X ; I STRAPPING, ELECTF"ICAL& CAULKING 2645 REEVE ROAD
II ' 1 3. IN-ULA.TION MATTITUCK, NEW YORK/ N `♦ I 1 4. FINAL-CONSTRUCTION & F'-ECTRICAI_
° a a a I „ I rAUST BE COMPLETE FOI:C 0
(3) 1 3/4" X 14" ML I ALL CONSTRUCTION SHALL IUEET THE DATE JOB NUMBER DRAWN BY
SINCOE'S OF NEW
e• ee i �� D �' �� D , — . — . — . J - a �. . — . SPLIT-+rOL MN W/ rn r r r '^ , r
�� � P _ � TS OF
o° o o° o ° - - - - - - - - - - = THE
I - - - �- - - - - - - - - , DESIGN OR CO,"4 T U PONS :LE FOS,
• -ORK 03. 11. 15 PAU. MCS.
- - - - - - - -LINE OF IS' ROOF OVERHANG - , MASONRY BASE CONSTRUCTION ERRORS
SEE ELEVATION
n R N f
RETAIN STO;V UVr�TER RU OFF RA. SE�C� -- DRAWING N
A --------� 5�-On 5 -O 5-O ��..�
21
PURSUANT TO CHAPTER 236<(
� � A.J��o�
A _______-; OF THE TOWN CGDE.
PAVILION FOUNDATION PLAN 1/4 =1 -O PAVILION FLAN 1/4
PERMITEun INC.
201 NORT14WE5T DRIVE, SUITE S
FARMINGDALE, NY. 11135
1516 6�3-0-150
S
UPLIFT STRAP CONNECTION REQUIREMENTS - TABLE 3.4B WFCM FASTENER SCHEDULE: FOR STRUCTURAL MEMBERS
C520 12" x 13 MIN (ROOF-TO-WALL, WALL-TO-WALL & WALL-TO-FOUNDATION) TABLE 3.1 - WFCM
12" MIN. ON RR (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4)
DESCRIPTION OF BUILDING ELEMENTS [SL@ OF NAILS] EV-SPACING}
THREE SECOND GUST WINDSPEED (mph) ROOF FRAMING
RAFTER TO TOP PLATE(TOE-NAILED) 3-8d PER RAFTER
85 90 100 110 120 130 140 150
CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d PER JOIST
LBSU28
FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS CEILING JOIST TO PARALELL RAFTER (FACE-NAILED) 3- I6d EACH LAP
SIMPSON STRONG-TIE Simpson (in.) (ft.) IN EACH END OF 1 1/4" X 20 ga STRAP
COILED STRAP (LIGHT GAUGE STEEL) CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 3- I6d EACH LAP
ADJ
HANGER
ABLE LIGHT SLOPEABLE / SKE'WABLE U SIMPSON STRONG-TIE E\LALL NEW WORK SHALL ALIGN [\LFOR UNALIGNED RAFTERS 4 STUDS 12 12 1 1 1 2 2 2 3 3 COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE
1CS20 / LSSU28) HIP RAFTER REINFORCING 4 5KEWABLE ]SIMPSON STRONG-TIE ]SIMPSON STRONG-TIE
ANGLES (LS-70) H SEISMIC 4 HURRICANE TIES STUD PLATE TIES (LIGHT GAUGE STEEL) 16 1 1 1 2 3 BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
INSTALLED A I6"O.C. 2 3 3
IN COMBINATION W/ (H24) (SP4) IN COMBINATION W/ (H2.5AZ) RIM BOARD TO RAFTER(END-NAILED)
C FOR RIDGE STRAP TIES INSTALLED 0 16"O,C. HURRICANE TIE 20 2 2 3
1 1 2 3 4
2- I6d EACH END
COMBINATION CS20 / LSSU28 FOR STRUCTURAL
RIDGE (CS20)WRAPPED OVER HIP RAFTER INSTALLED v 16"O.C. 24 1 1 2 2 3 3 4 4 WALL FRAMING
28 1 1 2 2 3 4 4 5 TOP PLATE TO TOP PLATE(FACE-NAILED) 2- I6d PER FOOT
D2 D3 D4 32 1 1 2 3 3 4 5 5 TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4- I6d JOINTS-EACH SIDE
STUD TO STUD(FACE-NAILED)
E\L2ND FLOOR SHEARWALL CONNECTION 12 36 1 2 2 3 3 4 cJ
]SIMPSON STRONG-TIE EM NTH CUT LENGTH HEADER TO HEADER(FACE-NAILED) 16d 16" O.C. ALONG EDGES
HOEDOWN W/ 508 DIA TIE-ROD
16 12 1 1 2 2 2 3 3 4 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2- I6d PER 2x4 STUD
(PHDJ
3- I6d PER 2x6 STUD
000 16 1 1 2 2 3 3 4 4 4- I6d PER 2x8 STUD
'" •• CLEAR c 201 1 2 2 3 5 BOTTOM PLATE TO FLOOR JOIST,BAND JOIST,END JOIST 2- I6d PER FOOT
SPAN OR ELOCKING(FACE-NAILED)
24 1 2 2 3 3 4 5 6 FLOOR FRAMING
D1 I "
28 1 2 23 4 5 5 6 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
12° 32 1 2 2 3 4 5 6 7
Simpson Strong-Tie M50N
r BLOCKING TO JOIST(TOE-NAILED)AC4 SIMPSON STRONG-TIE Equal number f
36 2 2 3 4 4 6 7 g 2-ad EACH END
Specified malls in '
DOUBLE SHEAR JOIST each en - BLOCKING TO BILL OR TOP PLATE(TOE-NAILED) 3 -I6d EACH BLOCK
SIMPSON STRONG-TIE HANGER STRONG-TIE SIMPSON STRONG-TIE 19.2 12LEDGER STRIP TO BEAM(FACE-NAILED) 3- I6d EACH JOIST
POST CAP HOLDOWN 1 1 2 2 3 3 4 4
(LUS28) STRAP TIES � ,
(AC) INSTALLED ALL JOISTS (CSI6) (PHD) 16 1 1 2 2 3 4 4 5 1 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST
INSTALLED g ALL POSTS INSTALLED g 16"D,G, INSTALLED � ALL EXTERIOR
CORNERS 20 1 2 2 3 4 4 5 6 I` BAND JOIST TO JOIST LEND-NAILED) 3-I6d PER JOIST
D5 D� D-1 DS 24 1 2 2 3 4 5 6 7 I BAND JOIST TO SILL OR TOP PLATE(TCE-NAILED) 2- I6d PER FOOT
28 2 2 3 3 4 5 6 8 ROOF SHEATHING TABLE 3.8
32 2 2 3 4 5 6 7 8 STRUCTURAL PANELS 801 12" oz.
6" O.C. ON EDGE
I\LNOTE: 36 2 2 3 4 5 7 8 9 4"O.C, ON GABLE RAKE
Simpson Strong-Tfe"ONO' 'sANY ROOF PITCH OVER 1:12 DIAGONAL BOARD SHEATHING
12"MIN.ON to be Used when er:ension SHALL BE CONSIDERED AS AN 1 2 1 1x6 OR Ix8
24 2 2 3 3 4 5 5 2_8d PER SUPPORT
STUD of anchor bolt Is neioed IxIO OR WIDER 3-8d PER SUPPORT
ADDTIONaL STORY
16 1 2 2 5 5
3"x 3"SQUARE 3 4 6 CEILING SHEATHING
WASHER o 20 2 3
�- 5d COOLERS 1" EDGE/ 10" FIELD
An LENGTH - MIN Simpson Strong-Tie"H2" 2 3 4 5 6 7 GYPSUM WALLBOARD
OPTIONAL 11 12" p 24 2 3 4 6 7
`I MIN Sim son Strong-Tf® 2 5
8 WALL SHEATHING TABLE 3,9
o. "CSI6"
Blocking not 28 2 2 3 _ 6" O.G. EDGE
sho.un for 4 5 7 STRUCTURAL PANELS ad
HANGER 32 2 2 3 5 6 7 9 _ FIBERBOARD PANELS 12" O.G. FIELD
bd 3" EDGE/6" FIELD
•'_ WCCD - - - « ad 3" EDGE/b" FIELD
�L 5.8" DIA. ANCHOR BOLTS o 36 2 3 4 5 6 8 3.°
(1" MIN. EMBEDMENT) POST
Slmpeon Sarong-Tie 12" FROM EA. CORNER CANTILEVER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 GYPSUM WALLBOARD Sd COOLERS 1" EDGE/ 10" FIELD
RJ4 REFER TO TABLE 3.28 FOR Simpson Strang-Tte HARDBOARD ad 12"O.G.
SNPSONFTA 2. TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B
FOUNDATION
STRONG-TIE ANCHOR BOLSQUARE
SPACING 3. TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.60X15PSF=9PSF).
FOUNDATION ANCHOR(FJAJ 3 x H S BOL WASHER D TI E�MPSO STRONG-TIE
CONNECTION SIMPSON G PLAT-TIE IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED PARTICLEBOARD PANELS ad 12"O.C.
INSTALLED� I6" O.G. (ON INTERIOR) ANCHOR BOLT TO FOUNDATION }SIMPSON STRONG-TIE SIMPSON STRONG-TIE MENDING PLATE TO BE INSTALLED AT
IN COMBINATION W/ STRAP TIES(CSI6)® 16" O.G. FLOOR TIE ANCHORS ALL HEADER,BEAM <RIDGE BEAM NUMBER IF NAILS SHALL BE INCREASE BY 1 NAIL AT EACH END OF THE STRAP.
STRAP TIES(CSI6) IN COMBINATION W/ (FTA/LFTA) BUTT JOINTS DIAGONAL BOARD SHEATHING4. MINUMUM ASTM A653 GRADE 33 STEEL STRAPS
INSTALLED 6 I6"O.C. (ON EXTERIOR) HURRICANE TIES(1-12). 16" O.C. VERIFY RECOMMENDED PLATE SIZE W/ Ix6 OR 1x8 2-ad PER SUPPORT
INSTALLED 16"O.G. 3-ad PER SUPPORT
STRAP TO BE WRAPPED UP ON LOWER END BEAM SIZE IxiO OR WIDER
D9 DIO D11 D12 D13
FLOOR SHEATHING
STRUCTURAL_PANEL
2x4 CONTINUOUS LATERAL GENERAL N107ES 1" OR LESS ad 6" EDGE / 12" FIELD
BRACE.b' 0,c_. 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS 28. CRAWL SPACE VENTILATION AS PER R408.1. THE MINIMUM NET AREA GREATER THAN I" lod b"EDGE/6"FIELD
2-I06 NAILS
2x TRUSS OR CEILING J015T AND VERIFY LOCAL REQUIREMENTS WITH LOCAL BUILDING OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE DIAGONAL BOARD SHEATHING
FOOT FOR EACH 150 SQUARE FOOT OF UNDER FLOOR SPACE AREA.
Ix6 OR Ix8 2 8d PER SUPPORT-
w IC-Sd NAILS OFFICIA!:3. -
0 o C520 METAL STRAP 2. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR 29 ROOF VENTILATION SHALL BE AS PER SECTION 8806.1 &8806.2.
(12' MIN, ON STUD) 1x10 OR WIDER 3 ad PER SUPPORT
(12' MIN. ON SLEEPER) PRILORTO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. VENTILATING OPENINGS SHALL BE PROVIDED W/CORROSION
u I
PLYWO SHEATHING 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANTS ARE RESISTANT WIRE MESH,W/ 1#8"MIN.TO 1#4"MAX.OPENING. FREE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE TABLE 3.0
NOT TO FIELD SUPERVISE OR INSPECT THIS PROJECT. SPACE VENTILATED..... FASTEST -MILE WIND SPEED (MPH)
553 90
ss1 4. ALL CONCRETE SHALL COMPLY WITH TABLE 8402.2 NYSRC. 30. ALL STAIRS SHALL HAVE HANDRAILS IN ACCORDANCE W/NYSRC 8315. TDO IIO 120
SIMPSON STRONG-TIE 10-8d NAILS 5• 31. ALL CONSTRUCTION SHALL BE IN ACCORDANCE AND COMPLY WITH
STUD SHOE(ss) INSTALLED THE RESIDENTIAL NEW YORK STATE CODE. STRUCTURAL SHEATHING
SIMPSON STRONG-TIE ALL STUDS NOTCHED IN E F E I F I E I F I E F
SIMPSON STRONG-TIE ADJUSTABLE 4 STANDOFF POST BASE CONSTRUCTION t,LGABLE ENDWALL CONNECTION 32. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND SHEATHING LOCATION RAFTER /TRUSS SPACING MAX. NAIL SPACING FOR 8d COMMON
SIMPSCN STRONG-TIE STRAP TIES (aBA44) (USE "HSS" IF EXTRA }SIMPSON STRCNG-TIE 6. ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS OBTAIN ALL REQUIRED APPROVALS AND PERMITS FROM ANY AND (INCHES,O.C.) NAILS
TWIST STRAP (MSTI) AT . POST ANCHORED TO CONCRETEREINFORCEMENT 15 STRAP TIES @
ETC.TO BE DOUGLAS FIR CONSTRUCTION GRADE OR BETTER ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS (INCHES,O.C.)
(MTS) INSTALLED 16"O.G- REQUIRED) (CS20) fb 975 PSI. PROJECT. 4' PERIMETER EDGE ZONE 12 6 12 6 12 6 12 6 6
7. WOOD SILLS ON SLAB TO BE(2)2x6 ACID LUMBER W/3" 33. ITIS THE RESPONSIBILITY OF THE ARCHITECT TO DESIGN TO LATEST
16 6 12 6 6 6 6 b 6
D D 15 D 1 D 1-1 DIS SQUARE WASHER-SEE TABLE 3.2A-WFCM NEW YORK STATE RESIDENTIAL CODES AND ALL OTHER APPLICABLE IS.2 6 6 6 6 6 6 6 6
CODES,LAWS,RULES AND REGULATIONS IN THE DESIGN OF THIS 24 6 6 6 6 66 4 4
8. ALL HEADERS TO BE SUPPORTED BY 4x4 POST TYPICAL(U.O.N.) PROJECT AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO INTERIOR ZONE 12 6 12 6 12 6 12 6 12
9. PROVIDE DOUBLE HEADER AND TRIMMERS AT ALL STAIR AND FLOOR CONSTRUCT PROJECT AS PER PLANS AND NEW YORK STATE 16 6 12 6 I2 6 I2 b 12
OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING RESIDENTIAL CODES. 15.2 612 6 12 612 b 6
PARALLi.L TO SAME.
24 6 12 6 12 6 6 6 6
34. MECHANICAL SYSTEM SHALL COMPLY WITH CHAPTER 12 THROUGH
10. BRIDGIIJG TO BE EITHER SOLID OR 18 GA. CROSS BRIDGING NOT CHAPTER 24 OF THE"RCNYS". _ GABLE ENDWALL RAKE• RAKE TRUSS 4 4 4 4 4 4 4 4
EXCEEDING 8'O.C.
35. ELECTRICAL SYSTEM SHALL COMPLY WITH CHAPTER 33 THROUGH BOARD SHEATHING
p-0CLIMATIC AND TAGBLE R30L20U TABLEEOGRAPHIC DESIGN GF,TERIA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS R301,511. ALL HEADERS TO BE(2)2x8 U.O.N.ON PLAN. CHAPTER 42 OF THE "RCNYS". Y SHEATHING SIZE RAFTER /TRUSS SPACING MIN.NUMBER OF 8d COMMON NAILS GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 12 WINTER ICE SHEI-D FLOOD vR FREEZIN (IN LBS. P 12. THE TOPAND BOTTOM OF JOISTS MAY NOTCHED. NOT TO
PER SQ.FT.) 36. PLUMBING SYSTEM SHALL COMPLY WITH CHAPTER 25 THROUGH 1x6 OR 1x8 SHEATHING (INCHES,0,C,) PER SUPPORT
EXCEED 2". NO NOTCHING AT MIDDLE 1/3 OF SPAN. 12
SNOW S-EED DESIGN EATHERING FR05T LIN TERMITE DECAY DESIGN UNDERLAYMEN� HAZARDS INDEX USE LIVE CHAPTER 32 OF THE"RCNYS". - t9,2 2 2 1 2 1 2IxlO OR LARGER SHEATHING 12- 19.2 3 3 3 3
LOAD (MPH CATEGORY DEPTH TEMP, REQUIRED EXTERIOR BALCONIES LOAR8 13. ALL STRUCTURAL WOOD TO BE KEPT BACK 2"FROM CHIMNEY.
DECKS 40 37. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC,
20 psr G SEVERE 3'-0" M-14 X_ IS-M 3 YES D 36163 496 PASSENGER VEHICLE GARAGES 50 14. JOIST HANGERS AND OTHER METAL FASTENERS TO BE"TECO"OR TELEPHONE,ANTENNA AND CABLE T.V.SERVICE WIRING AS
PROPCSED PROJECT SHALL COMPLY WITH THE FOLLOWING: ATTICS WITHOUT STORAGE 10 EQUAL. REQUIRED.
ATTICS WITH STORAGE 20
FASTENERSS SCHEDULE FOR STRUCTURAL MEMBERS
TABLE R6EGRESS WINDOWS OTHER THAN SLEEPING 40 15. ALL CONCRETE HAUNCH FOOTINGS TO HAVE(2)45 REBAR 38. ALLOW A MINIMUM OF 18'BETWEEN BOTTOM OF FLOOR JOIST AND
SCHEDULE 8310.1.1 M'NIMjM OPENING AREA
TABLE R301.20U ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A SLEEPING ROOMS 30 REINFOE;CING RODS(U.O.N.). TOP OF SCREED COAT OR PROVIDE TREATED LUMBER.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM NET CLEAR OPENING OF 5.1 SQ.FT. EXCEPTION GRADE STAIRS 40
TABLE 8301.4
FLOOR OPEN NGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF GUARDRAILS AND HANDRAILS 200 16. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE 39. FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALELL MINIMUM UNIFORMLY DISTRIBUTED LEVE LOADS 5 SCS. FT.MAX SILL HT 44"AFR (EXCLUDING SLABS)SHALL BE DAMPROOFED W/AN ELASTIC COAL PARTITIONS.
TABLE RSO5.2.5 R310.I.2 MINIP'JM OPENING HEIGHT R905.2.5 FASTENERS TAR BASE.
ALL WORK ON THESE DRAWINGS HAS BEEN DESIGNED
THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. FASTENERS FOR AS-HALT SHINGLES SHALL BE GALVANIZED STEEL,
TABLE 8301.2.1.1 4O. ALL INTERIOR DOORS ARE TO CONFORM WITH THE RESIDENTIAL
FASTENERS STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 17. FIREPLACE FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER
R310.1.3 MINIMUM OPENING WIDTH SASE SHANK W/A MIN, 3/8"HEAD ASTMF 16(01,OF A LENGTH TO CODE OF NEW YORK STATE.
DESIGN CRITERIA: 4 PAPER ASS DESIGNED M ACCORDANCE WITH THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 20 INCHES. PENETRATE THROUGH THE ROOFING MATERIAL AND A MIN.OF 3/4" INTO SIDES. ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR
AMERICAN FOR=_ST PAPER ASSOCIATION(AF•PA)WOOD FRAME THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 41. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND 1 &2 FAMILY DWELLINGS, 2001 EDITION AND WORK IS TO
CONSTRUCTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS(WFCM). 3/4"THICK,THE FASTENERS 5HALL PENETRATE THROUGH THE 18. PROVIDE_COMBUSTION AIR VENTS AS PER N.Y.S.ENERGY CODE. PROPERLY SEALED AND WEATHER-STRIPPED. BE CONSTRUCTED IN ACCORDANCE WITH SAME
8310.1.4 CPE�ATIGNAL CONSTRA'NTS
SMOKE DETECTORS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE SHEATHING. FASTENERS SHALL COMPLY W/A5TM F 1661. 19. FOR ALL 4"POURED CONCRETE SLABS,PROVIDE 6x6 10/10 WWF
SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL OF KEY IONA.FROM THE INSIDE of THE ROOM wlrl4our THE USE 4 OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6"WELL 42. ALL GYPSUM SHALL BE TAPED AND SPACKLED(3)COATS READY FOR
NEW YORK STATE BUILDING GODS SECTION 8313. 8_05,2.6 ATTAHGMENT
OF KEYS OR TOOLS. ASPHALT ROOF SHINGLES SHALL HAVE A MIN,OF 51X FASTENERS PER
BEARING: SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES COMPACTED FILL. PAINT. 1#2"INCH SHEETROCK FOR ALL WALLS AND CEILINGS. 5#8"
FIRE BLOCK'NG, -THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH OR GREATER AND DATE REVISION
A. ALL ENDS IN EACH JOIST,BEAM OR GIRDER,FLOOR SYSTEMS FIRE BLOCKING SHALL BE PROVIDED O CUT OFF ALL CONCEALED THE EAVE 19 20'OR HIGHER ABOVE GRADE, 20. AT LEAST(1)SINGLE STATION SMOKE DETECTING ALARM DEVICE INCH TYPE"X"FOR ALL GARAGE AND MECHANICAL ROOMS. 1#2"
JOIST FRAMING,.HALL COMPLY WITH SECTION 8502.6 OF THE NEW DRAFT OPENINGS(BOTH VERTICAL EBETWEEN
.HORIZONTAL)AND TO FORM AN INSTALLED IN CONFORMITY W/SECTION R313 IN EACH SLEEPING INCH M/R GREENBOARD FOR ALL BATHROOMS,
YORK STATE RESIDENTIAL CODE. EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP 8905.2,1 UNDERLAYMENT APPLICATION
B. ALL STRUCTURAL LUMBER SHALL HAVE A MINIMUM END BEARING
STORY AND THE ROOF SPACE. REFER TO SECTION R602.8 OF THE FOR ROOF SLOPES FROM Two VERTICAL UNITS IN 12 UNITS HORIZ.UP ROOM AND OUTSIDE EACH SLEEPING ROOM AREA AND ON EACH
OF NOT LESS THAN 3"YINGNES). 43. ALL FINISHES SHALL BE AS DIRECTED BY OWNER.RESICENTAIL NEW YORK STATE BUILDING GORE TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO STORY--INTERCONNECTED. SHEET
PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING ADDLAYERS. 44. ALL MICROLAM LUMBER IS TO BE MANUFACTURED BY"TRU JOIST DETAIL TIONAL SECTIONS OF THE NEW YORK STATE BUILDING CODE FOR RSO5.2.1 ICE SHIELD 21. AS PER SECTION R310.1,BASEMENTS WITH HABITABLE SPACE AND
RESIDENTIAL: EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE CORP."P.O.BOX 60 BOISE IDAHO 83707 OR APPROVED EQUAL.
ALL ROOF EAVES SHALL BE PROVIDED WITH ICE SHIELD MEMBRANE
SECTION R406 SECTION 8613.4 FROM EDGE TO 24"PAST INSIDE WALL EMERGENCY ESCAPE AND RESCUE OPENING. PROVIDE WINDOWS
WATERPROOFING 4 DAMPPROOFINS WIND-BORNE DEBRIS 45. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO
SECTION 303.1 SECTION 8406.3.2 SECTION NII01.2.1 SECTION 8311.5-STAIRWAYS WITH A MINIMUM OPERABLE AREA OF 5 SQ.FT.ON GRADE LEVEL THE ISSUANCE OF THE BUILDING PERMIT. DATE JOB NUMBER DRAWN BY
LIGHT.VENT VAPOR BARRIER PRORESs1ONAL S 8311.5.1-WIDTH EAL 5.7,9Q.FT.ON UPPER LEVELS WITH A MIN.OPENING HEIGHT OF
SECTION 8324.1
SECTION 8408.3 .... MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE 24"AND A MIN.WIDTH OF 20". A SILL OF NOT MORE THAN 44"ABOVE 46. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND
SECTION R308-GLAZING HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT
TERMITE SHIELD CRAWL SPACE ACCESS 8308.1-IDENTIFICATION BE LESS THAN 31.5 INCHES(181 mm)WHERE A HANDRAIL 15 FLOOR AREA OF WINDOWS AND SKYLITES SHALL BE 8%OF INSURANCE CERTIFICATES.
SECTION R312-GUARDS .... EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS INSTALLED ON ONE SIDE AND 21 INCHES(698 mm)WHERE EXTERIOR WALL AREA.
8312.1-GUARDS REQUIRED
AS DEFINED IN SECTION 8308.4 SHALL BE PROVIDED WITH A HANDRAILS ARE PROVIDED ON BOTH SIDES. 47. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO RA, SEAL-Sl) DRAWING No....,RAISED FLOOR SURFACES....SHALL HAVE GUARDS NOT LESS MANUFACTURER'S OR INSTALLERS LAB-_L, R3IL5.3-TREADS
DESIGNATING THE TYPE RISERS 22. GLAZING IN DOORS,SHOWER DOORS AND ENCLOSURES SHALL BE SAFE GUARD THE EXISTING RESIDENCE AND CONTENTS AGAINST ;.r�'�` 3aco�,
A" s
THAN 36 INCHES(91d mmJ IN HEISHT, AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARDS MAXIMUM RISER HEIGHT SHALL BE 8 I"4 INCHES(209 mm)AND SIZED AND CONSTRUCTED OF MATERIALS AS TO MINIMIZE THE DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. ��/
R312.2-GUARD OPENING LIMITATIONS WITH WHICH IT COMPLIES,WHICH IS VISIBLE IN THE FINAL THE MINIMUM TREAD DEPTH SHALL BE S INCHES(229 mm),
REQUIRED GUARDS ON C-EN SIDES OF STAIRWAYS,RAISED FLOOR INSTALLATION. THE LABEL SHALL BE ACID ETCHED,SANDBLASTED, R311,5.2-HEADROOM POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THAT THE
CERAMIC-FIRED,EMBOSSED MARK,OR SHALL BE OF A TYPE WHICH THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL �' �'-' I •.. � j
AREAS.....SHALL HAVE INTERMEDIATE RAILS....THAT DO NOT ALLOW GLAZING to BROKEN OR DAMAGED. 48. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS ! �; 41
PASSAGE OF A SPHERE 4 INCHES(102 mm)OR MORE IN DIAMETER. ONCE AP-LIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. NOT BE LESS THAN 6 FEET,8 INCHES(2032 mm)MEASURED 11 1
VERTICALLY.... 23. ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/THE NYSRC DAMAGED DUE TO THE EXECUTION OF THIS WORK TO ITS ORIGINAL D � l CODES, THE N.Y.S.ENERGY CODE AND THE WFCM CONDITION.
8308.4-HAZARDOUS LOCATIONS M"
••*• TheBe plans were prepared SECTION 8311,5.6-HANDRAILS 49. THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS
to comply Wfth the 2010 RCNYS. 5, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, 831.5.6.1-HANDRAILS ONLY.
r•r WHIRLPOOLS,SAUNAS,STEAM ROOMS,BATHTUBS AND SHOWERS. .... HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD N051NG5, 24• ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND Y
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE SHALL NOT BE LESS THAN 34 INCHES(864 mm)AND NOT MORE THAN VENTED AS REQUIRED BY THE N.Y.S.CODE. CAST IRON PIPE SHALL 50. NO CHANGE WILL BE PERMITTED WITHOUT PRIOR WRITTEN
COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING 38 INCHES(965 mm). ....HANDRAILS ADJACENT TO A WALL SHALL CONFOR:I W/LOCAL CODE REQUIREMENTS AND HAVE APPROVED NOTIFICATION OF AND APPROVAL OF THE ARCHITECT/ENGINEER OF
IS LESS THAN 60 INCHES(E5 4 mm)MEASURED VERTICALLY ABOVE HAVE A SPACE CF NOT LESS THAN 1 1.2"INCHES(36 mm)BETWEEN CLEAN OUTS AN JOINTS. RECORD.
ANY STANDING OR WALKING SURFACE. WALL AND THE HANDRAIL.
25. ALL HEATING AND COOLING DESIGNS SHALL CONFORM W/ 51. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF PER-AlffTEui-i/__y INC.
A.S.H.R.A.E., OCCUPANCY AND AN ELECTRICAL CERTIFICATE FROM AN APPROVED
26. ELECTRIC WORK TO BE IN ACCORDANCE W/N.E.C.AND TO BE AGENCY UPON COMPLETION OF THIS PROJECT.
CERTIFIED BY THE BOARD OF FIRE UNDERWRITERS.
52. "TECO"DETAILS SHOWN TO COMPLY WITH NEW YORK STATE 201 NORTHWEST DRIVE, SUITE S
27. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. RESIDENTIAL CODES.
FARMINGDALE, NY. 11135
(51(0) (063-0,150